KR200322142Y1 - Joint support structure prevention leaking water having synthetic lining rubber of bridge - Google Patents
Joint support structure prevention leaking water having synthetic lining rubber of bridge Download PDFInfo
- Publication number
- KR200322142Y1 KR200322142Y1 KR20-2003-0013090U KR20030013090U KR200322142Y1 KR 200322142 Y1 KR200322142 Y1 KR 200322142Y1 KR 20030013090 U KR20030013090 U KR 20030013090U KR 200322142 Y1 KR200322142 Y1 KR 200322142Y1
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- South Korea
- Prior art keywords
- bridge
- leak
- joint
- slab
- receiver
- Prior art date
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 4
- 230000002265 prevention Effects 0.000 title 1
- 239000002131 composite material Substances 0.000 claims abstract description 19
- 241001272720 Medialuna californiensis Species 0.000 claims abstract description 11
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 11
- 230000010485 coping Effects 0.000 claims description 5
- 230000008602 contraction Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract description 2
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 3
- 230000007257 malfunction Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004049 embossing Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
- E01D19/086—Drainage arrangements or devices
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
본 고안은 신설 교량을 시공시 콘크리트 슬래브의 이음새 누수받이에 관한 것으로서, 더욱 상세하게는, 고밀도 합성 라이닝 적층재를 부착하여 슬래브 콘크리트 타설시 콘크리트와 합성화하여 반영구적으로 이음새 하부에 설치하고 빗물받이 하부에 받침대 및 반달형 누수받이를 설치하여 빗물을 외각 배수처리하는 것을 특징으로 하는 고밀도 합성 라이닝 적층재가 부착된 교량 슬래브 이음새 누수받이 구조에 관한 것이다.The present invention relates to a seam leak receiver of a concrete slab when constructing a new bridge. More specifically, a high-density synthetic lining laminate is attached to the slab concrete to synthesize it with concrete and be installed semi-permanently at the bottom of the seam, and the rain gutter It relates to a bridge slab joint leak structure with a high-density synthetic lining laminate, characterized in that the installation of the pedestal and the half-moon type leak collector to drain the rainwater.
본 고안은, 길이방향으로 연접되는 콘크리트 슬래브의 이음새에 설치된 신축이음 하부에 설치되는 교량의 빗물 누수받이 구조에 있어서, 신축 교량(100)에는, 콘크리트 슬래브(200)를 시공시 그 이음새에 설치된 신축이음(300)의 하부에 고밀도 합성틀 누수받이부(500), 받침대(600) 및 반달형 누수받이부(700)가 일체로 빗물을 유입할 수 있도록 작동되는 누수받이(900)가 설치됨을 그 특징으로 하는 고밀도 합성 라이닝 적층재가 부착된 교량 슬래브 이음새 누수받이 구조를 제공한다.The present invention, in the rainwater receiving structure of the bridge is installed on the bottom of the expansion joint installed on the joint of the concrete slab connected in the longitudinal direction, the expansion bridge 100, the expansion and contraction installed on the seam when the concrete slab 200 is constructed A high density composite frame leakage receiver 500, a pedestal 600, and a half moon leakage receiver 700 are installed at the lower portion of the joint 300 so that the leakage receiver 900 is operated so that rainwater can be introduced into the unit 300. It provides a bridge slab seam leak structure attached to a high density composite lining laminate.
Description
본 고안은 신설 교량을 시공시 콘크리트 슬래브의 이음새 누수받이에 관한 것으로서, 더욱 상세하게는, 고밀도 합성 라이닝 적층재를 부착하여 슬래브 콘크리트 타설시 콘크리트와 합성화하여 반영구적으로 이음새 하부에 설치하고 빗물받이 하부에 받침대 및 반달형 누수받이를 설치하여 빗물을 외각 배수처리하는 것을 특징으로 하는 고밀도 합성 라이닝 적층재가 부착된 교량 슬래브 이음새 누수받이 구조에 관한 것이다.The present invention relates to a seam leak receiver of a concrete slab when constructing a new bridge. More specifically, a high-density synthetic lining laminate is attached to the slab concrete to synthesize it with concrete and be installed semi-permanently at the bottom of the seam, and the rain gutter It relates to a bridge slab joint leak structure with a high-density synthetic lining laminate, characterized in that the installation of the pedestal and the half-moon type leak collector to drain the rainwater.
일반적으로 교량은, 콘크리트 슬래브가 접하는 이음새 부분에서 많은 누수의 문제가 제기되어, 교좌장치 등 사용 부재들의 부식의 문제가 있어 다양한 종류의 누수받이 구조가 연구되고 있는 실정이다.In general, bridges have a lot of leaking problems in the joint portion of the concrete slab contact, there is a problem of corrosion of the use member, such as the bridge device is a situation that various kinds of leaking structure has been studied.
도 1은 종래의 일반적인 교량 슬래브의 이음새 누수 상태를 나타내는 도면으로서, 교량(90)은, 콘크리트 슬래브(10)가 접하는 이음새에 신축이음(30)이 설치되는데, 상기 신축이음(30)이 설치된 이음새에 다른 누수받이 구조가 설치되지 않은 교량(90)이 많아 도시된 바와 같이 누수 현상이 발생된다.1 is a view showing a seam leak state of a conventional general bridge slab, the bridge 90, the expansion joint 30 is installed on the joint contacting the concrete slab 10, the expansion joint 30 is installed As there are many bridges 90 in which no leak structure is installed, leakage occurs as shown.
상술한 구성을 가지는 교량 콘크리트 슬래브의 이음새에는, 대부분 신축이음만이 설치된 관계로, 거더(20)의 녹 발생 및 교좌장치(40)의 부식의 문제가 발생되고, 상기 교좌장치(40)의 신축 작동이 불량으로 콘크리트 슬래브(10)의 균열이 발생되며, 그로 인하여 교량(90) 구조물의 내구성이 경감되고, 동절기에 누수로 인한교좌장치(40)의 동파 현상 등 다양한 하자의 문제를 갖고 있다.Since most of the expansion joints are installed at the joints of the bridge concrete slab having the above-described configuration, problems of rust generation of the girder 20 and corrosion of the teaching device 40 occur, and the expansion of the teaching device 40 is caused. Cracking of the concrete slab 10 occurs due to poor operation, thereby reducing the durability of the bridge 90 structure, and has various defects such as freezing of the bridge device 40 due to leakage in winter.
본 고안은 상술한 문제를 해결하기 위하여, 본 고안은, 교량의 콘크리트 슬래브의 이음새 하부에 콘크리트 슬래브와 일체로 제작되는 누수받이를 설치하여 반영구적으로 사용이 가능하고, 빗물을 받침대 및 반달형 누수받이를 설치하여 빗물을 외각 배수처리하여 거더의 녹 발생 방지 및 교좌장치의 불량 작동을 예방할 수 있도록 하는 고밀도 합성 라이닝 적층재가 부착된 교량 슬래브 이음새 누수받이 구조를 제공함을 그 목적으로 한다.The present invention, in order to solve the above problems, the present invention, by installing a water leak receiving unit which is made integrally with the concrete slab at the bottom of the joint of the concrete slab of the bridge, it can be used semi-permanently, the rainwater pedestal and the half-moon type water leak The purpose of the present invention is to provide a bridge slab seam leaking structure with high density composite lining laminate to prevent rainwater from being drained to prevent rust from girder and to prevent malfunction of the bridge system.
도 1은 종래의 일반적인 교량 슬래브의 이음새 누수 상태를 나타내는 도면.1 is a view showing a seam leak state of a conventional general bridge slab.
도 2는 본 고안의 고밀도 합성 라이닝 적층재가 부착된 교량 슬래브 이음새 누수받이가 설치된 측단면 상태를 나타내는 도면.Figure 2 is a view showing a side cross-sectional state is installed bridge slab seam leaker attached to the high-density composite lining laminate of the present invention.
도 3은 본 고안의 고밀도 합성 라이닝 적층재가 부착된 교량 슬래브 이음새 누수받이의 상세도.Figure 3 is a detailed view of the bridge slab seam leaker attached to the high-density synthetic lining laminate of the present invention.
<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>
100: 신축 교량 200: 콘크리트 슬래브100: new bridge 200: concrete slab
300: 신축이음 500: 고밀도 합성틀 누수받이부300: expansion joint 500: high density composite frame leak receiver
510: 수직부 몸체 520,530: 날개부510: vertical body 520, 530: wing
532: 볼트홀 540: 경사부532: bolt hole 540: inclined portion
580: 체결 볼트 600: 받침대580: fastening bolt 600: stand
610: 수직대 620: 라운딩 받침부610: vertical stand 620: rounding support
630: 평면 받침부 700: 반달형 누수받이부630: flat support portion 700: half-moon type leak receiving portion
710: 라운딩 연결부 900: 누수받이710: rounding connection 900: leak receiver
본 고안은 상술한 목적 달성을 위하여, 본 고안은, 길이방향으로 연접되는 콘크리트 슬래브의 이음새에 설치된 신축이음 하부에 설치되는 교량의 빗물 누수받이 구조에 있어서, 신축 교량에는, 콘크리트 슬래브를 시공시 그 이음새에 설치된 신축이음의 하부에 고밀도 합성틀 누수받이부, 받침대 및 반달형 누수받이부가 일체로 빗물을 유입할 수 있도록 작동되는 누수받이가 설치됨을 그 특징으로 하는 고밀도 합성 라이닝 적층재가 부착된 교량 슬래브 이음새 누수받이 구조를 제공한다.The present invention, in order to achieve the above object, the present invention, in the rainwater receiving structure of the bridge is installed on the bottom of the expansion joint installed on the joint of the concrete slab connected in the longitudinal direction, when the construction of the concrete slab, Bridge slab seams with high density composite lining laminates, characterized in that the high density composite frame leakage receiver, the pedestal and the half moon type leakage receiver are installed at the lower part of the expansion joint installed in the joint to operate the rainwater. Provide a leak collector structure.
이하, 첨부 도면을 참조하여 본 고안의 구성을 설명한다.Hereinafter, with reference to the accompanying drawings will be described the configuration of the present invention.
도 2는 본 고안의 고밀도 합성 라이닝 적층재가 부착된 교량 슬래브 이음새 누수받이가 설치된 측단면 상태를 나타내는 도면이고, 도 3은 본 고안의 고밀도 합성 라이닝 적층재가 부착된 교량 슬래브 이음새 누수받이의 상세도이다.Figure 2 is a view showing the side cross-sectional state of the bridge slab seam receiving device with a high density composite lining laminate of the present invention, Figure 3 is a detailed view of the bridge slab seam leakage receiver with a high density composite lining laminate of the present invention. .
신축 교량(100)에는, 각각의 콘크리트 슬래브(200)가 설치된 이음새 위치에 신축이음(300)이 설치되고, 그 신축이음(300)의 하부에 누수받이(900)가 콘크리트 슬래브(200)에 고정되도록 설치된다.In the expansion and contraction bridge 100, expansion joints 300 are installed at the joint positions where the respective concrete slabs 200 are installed, and the leak receiver 900 is fixed to the concrete slab 200 at the lower portion of the expansion joints 300. It is installed as possible.
상기 누수받이(900)는, 크게 2개의 고밀도 합성틀 누수받이부(500), 받침대(600) 및 반달형 누수받이부(700)로 구성된다.The leak receiver 900 is largely composed of two high-density composite frame leak receivers 500, a pedestal 600, and a half moon-type leak receiver 700.
상기 고밀도 합성틀 누수받이부(500)는, 수직부 몸체(510)의 상측과 중간부 측면에 각각 날개부(520)(530)가 형성되고, 상측 날개부(520)에 다수개의 볼트홀(532)이 형성되며, 한편 수직부 몸체(510)의 하측은 경사지도록 형성된 경사부(540)가 형성되고, 상기 날개부(520)(530)가 형성된 외측에 고밀도 합성라이닝 적층재(560)가 엠보싱 형태로 도포된다.The high-density composite frame leakage receiver 500 has wings 520 and 530 formed on the upper and middle sides of the vertical body 510, respectively, and a plurality of bolt holes in the upper blade 520. 532 is formed, while a lower portion of the vertical body 510 is formed with an inclined portion 540 formed to be inclined, and a high density synthetic lining laminate 560 is formed outside the wing portions 520 and 530. It is applied in the form of embossing.
상기 고밀도 합성틀 누수받이부(500)는, 날개부(520)(530)가 콘크리트 슬래브에 밀착된 상태에서, 상측 날개부(520)가 체결 볼트(580)로 체결된다.In the high density composite frame leakage receiver 500, the upper blade 520 is fastened by a fastening bolt 580 in a state in which the wing portions 520 and 530 are in close contact with the concrete slab.
상기 받침대(600)는, 수직대(610)의 상,하부에 각각 라운딩 받침부(620)와 평면 받침부(630)가 각각 형성되는 한편, 그 라운딩 받침부(620)가 반달형 누수받이부(700)에 체결 볼트(580)로 체결되어 지지되고, 그 평면 받침부(630)가 코핑 상부에 앵커 볼트(680)로 체결되어 고정된다.The pedestal 600 has a rounded support 620 and a flat support 630, respectively, on the upper and lower portions of the vertical stand 610, while the rounded support 620 is a half-moon leakage receiver ( The fastening bolt 580 is fastened to and supported by 700, and the flat support 630 is fastened and fixed to the upper part of the coping by anchor bolts 680.
상기 반달형 누수받이부(700)는, 반달형 형태로 라운딩되고, 하측에 라운딩 연결부(710)가 형성되어 수직대(610)의 상부에 고정된 라운딩 받침부(620)에 밀착된 상태에서 체결 볼트(580)로 체결된다.The half moon-type leak receiving part 700 is rounded in a half-moon shape, and a rounding connection part 710 is formed at a lower side thereof and is fastened to a rounding support part 620 fixed to the upper part of the vertical stand 610 by a fastening bolt ( 580).
상술한 구성을 갖는 누수받이(900)는, 고밀도 합성틀 누수받이부(500)의 날개부(520)(530)가 각각 콘크리트 슬래브(200)에 고정되는데, 이때 그 날개부(520)(530)의 외측에 고밀도 합성라이닝 적층재(560)가 도포되어 있는 관계로 부식의 문제를 해결할 수 있고, 그 고밀도 합성틀 누수받이부(500)를 통해 인도된 빗물은 하측 코핑에 앵커 볼트(630)로 고정된 받침대(600) 상부의 반달형 누수받이부(700)를 통해 코핑의 외측으로 자연 낙하시키는 방식으로 빗물을 처리하게 된다.In the leak receiver 900 having the above-described configuration, the wing portions 520 and 530 of the high density composite frame leakage receiver portion 500 are fixed to the concrete slab 200, respectively, in which the wing portions 520 and 530. Since the high density synthetic lining laminate 560 is applied to the outside of the), the problem of corrosion can be solved, and the rainwater guided through the high density composite frame leakage receiver 500 is anchor bolt 630 to the lower coping. Rainwater is treated in a manner to naturally fall to the outside of the coping through the vandal-type leak receiving unit 700 of the upper portion of the pedestal 600 fixed to the.
대부분의 누수받이(900)에는, 하측의 배수 파이프를 통해 배출되지만 본 고안의 누수 받이(900)는, 반달형 누수받이부(700)를 경사지도록 형성하여 코핑의 측면으로 자연 낙하시켜가면서 배수처리할 수 있는 관계로 빠른 배수가 가능한 구조를 가지게 된다.Most of the leak receiver 900 is discharged through the lower drain pipe, but the leak receiver 900 of the present invention is formed to be inclined to the vandal-type leak receiver portion 700 to be drained naturally while falling to the side of the coping. As a result, it has a structure capable of quick drainage.
상술한 본 고안의 구성에 의한 효과를 설명한다.The effect by the structure of this invention mentioned above is demonstrated.
본 고안의 고밀도 합성 라이닝 적층재가 부착된 교량 슬래브 이음새 누수받이 구조는, 그 구조상 교량의 콘크리트 슬래브의 이음새 하부에 콘크리트 슬래브와 일체로 제작되는 누수받이를 설치하고 그 누수받이에 고밀도 합성라이닝 적층재를 도포한 상태에서 신설 교량에 설치가 되므로 반영구적으로 사용이 가능하고, 또한 빗물을 받침대 및 반달형 누수받이를 통해 빠른 외각 배수처리가 가능한 관계로 거더의 녹 발생 방지 및 교좌장치의 불량 작동을 예방할 수 있어 교량의 내구성을 향상시키는 효과를 갖는다.The bridge slab seam leak structure with the high density composite lining laminate according to the present invention has a structure in which a leak sump made integrally with the concrete slab is installed under the seam of the concrete slab of the bridge, and the high density synthetic lining laminate is placed on the leak sump. It can be used semi-permanently because it is installed on the new bridge in the coated state, and it can prevent the rust of the girder and prevent the malfunction of the girder due to the quick external drainage treatment through the rainwater and the pedestal and the vandal leak receiver. It has the effect of improving the durability of the bridge.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2003-0013090U KR200322142Y1 (en) | 2003-04-28 | 2003-04-28 | Joint support structure prevention leaking water having synthetic lining rubber of bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2003-0013090U KR200322142Y1 (en) | 2003-04-28 | 2003-04-28 | Joint support structure prevention leaking water having synthetic lining rubber of bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200322142Y1 true KR200322142Y1 (en) | 2003-08-06 |
Family
ID=49336713
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2003-0013090U KR200322142Y1 (en) | 2003-04-28 | 2003-04-28 | Joint support structure prevention leaking water having synthetic lining rubber of bridge |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200322142Y1 (en) |
-
2003
- 2003-04-28 KR KR20-2003-0013090U patent/KR200322142Y1/en not_active IP Right Cessation
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